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Course Details
KTO KARATAY UNIVERSITY
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
Course Code Course Name Year Period Semester T+A+L Credit ECTS
05360016 Structural Analysis II 3 Spring 6 4+0+0 4 4
Course Type Compulsory
Course Cycle Bachelor's (First Cycle) (TQF-HE: Level 6 / QF-EHEA: Level 1 / EQF-LLL: Level 6)
Course Language English
Methods and Techniques -
Mode of Delivery Face to Face
Prerequisites -
Coordinator -
Instructor(s) Asst. Prof. Süleyman Kamil AKIN
Instructor Assistant(s) -
Course Instructor(s)
Name and Surname Room E-Mail Address Internal Meeting Hours
Asst. Prof. Süleyman Kamil AKIN A-Z27 [email protected] 7315
Course Content
Acceptances, equilibrium principles of shear, moment and reactions, line of influence, virtual work, moment field and Castigliano theorems, displacement calculation, hyperstatic systems, displacement and force and angle method, stiffness method, moment distribution method (Cross) and matrix method for the analysis of structures.
Objectives of the Course
Defining the solution principles of indeterminate systems
Contribution of the Course to Field Teaching
Basic Vocational Courses
Specialization / Field Courses X
Support Courses
Transferable Skills Courses
Humanities, Communication and Management Skills Courses
Relationships between Course Learning Outcomes and Program Outcomes
Relationship Levels
Lowest Low Medium High Highest
1 2 3 4 5
# Program Learning Outcomes Level
P1 Adequate knowledge in mathematics, science and related engineering discipline accumulation; theoretical and practical knowledge in these areas, complex engineering the ability to use in problems 5
P2 Ability to identify, formulate, and solve complex engineering problems; ability to select and apply appropriate analysis and modeling methods for this purpose. 5
Course Learning Outcomes
Upon the successful completion of this course, students will be able to:
No Learning Outcomes Outcome Relationship Measurement Method **
O1 Learns about deformation and its components. P.1.79 1
O2 Gains information about the calculation of displacements and rotations of sections with energy methods. P.2.40 1
O3 Learns about calculation methods of hyperstatic systems. P.2.41 1
O4 Learns how to calculate displacements in hyperstatic systems. P.2.42 1
O5 Gains information about the load arrangements that will give the most unfavorable cross-section effects and support responses with the help of influence lines in hyperstatic systems. P.2.43 1
** Written Exam: 1, Oral Exam: 2, Homework: 3, Lab./Exam: 4, Seminar/Presentation: 5, Term Paper: 6, Application: 7
Weekly Detailed Course Contents
Week Topics
1 General Information, Energy Theorems, Shaping Work, Betti- Contrast Theory, Maxwel Theorem, Virtual Work Theory
2 Indeterminate Systems, Indeterminate and Degrees of Freedom
3 Fixed External Impact Status, Selection of Isostatic Essential System and Unknowns, X = 0 Loading, Unit Loads, Equilibrium and Continuity Equations, Determination of Cross-Sectional Effects, Determination of Relocation
4 Fixed External Impact Status, Selection of Isostatic Essential System and Unknowns, X = 0 Loading, Unit Loads, Equilibrium and Continuity Equations, Determination of Cross-Sectional Effects, Determination of Relocation
5 Moving Load Balance (Influence Lines)
6 Moving Load Balance (Influence Lines)
7 Elastic built-in bearing systems
8 Investigation of Hysteretic Systems by Force Method, Solid Body Continuous Beams, Elastic Supported Continuous Beams, Continuous Cage Beams, Two Hinged Filled Arches and Frames, Two Articulated Torsion Belts
9 Analysis of Hysteretic Systems by Force Method, Solid Body Continuous Beams, Elastically Supported Continuous Beams, Continuous Cage Beams, Two Hinged Filled Arches and Frames, Two Articulated Torsion Belts
10 Investigation of Indeterminate Systems by Force Method, Solid Body Continuous Beams, Elastic Supported Continuous Beams, Continuous Cage Beams, Two Hinged Filled Arches and Frames, Two Articulated Torsion Belts
11 Solution of hyperstatic structural systems by matrix displacement method, Cross method, Angle method General Information
12 Solution of indeterminate structure systems by matrix displacement method, Cross method, Angle method General Information
13 Solution of indeterminate structures by matrix displacement method, Cross method, Angle method General Information
14 Node Points Fixed Systems, Node Points
Textbook or Material
Resources STATICS Hibbeler, STATİK J.L. Meriam
Evaluation Method and Passing Criteria
In-Term Studies Quantity Percentage
Attendance - -
Laboratory - -
Practice - -
Homework - -
Presentation - -
Projects - -
Quiz - -
Midterms 1 40 (%)
Final Exam 1 60 (%)
Total 100 (%)
ECTS / Working Load Table
Quantity Duration Total Work Load
Course Week Number and Time 14 4 56
Out-of-Class Study Time (Pre-study, Library, Reinforcement) 14 3 42
Midterms 1 15 15
Quiz 0 0 0
Homework 1 1 1
Practice 0 0 0
Laboratory 0 0 0
Project 0 0 0
Workshop 0 0 0
Presentation/Seminar Preparation 0 0 0
Fieldwork 0 0 0
Final Exam 1 15 15
Other 0 0 0
Total Work Load: 129
Total Work Load / 30 4,30
Course ECTS Credits: 4
Course - Learning Outcomes Matrix
Relationship Levels
Lowest Low Medium High Highest
1 2 3 4 5
# Learning Outcomes P1 P2
O1 Learns about deformation and its components. 5 -
O2 Gains information about the calculation of displacements and rotations of sections with energy methods. - 5
O3 Learns about calculation methods of hyperstatic systems. - 5
O4 Learns how to calculate displacements in hyperstatic systems. - 5
O5 Gains information about the load arrangements that will give the most unfavorable cross-section effects and support responses with the help of influence lines in hyperstatic systems. - 5